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Home My WebLink AboutProduct Approval Flloyrii]a Building Code Online s�: & � i p« e a'.Je,—'—.�.,y ,o BCIS Home Log In 1 User Registration j Hot Topics Submit Surcharge 1 Stats&Facts Publications Contact Us BCIS Site Map I Links Search lorid Product Approval �ryP USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail s +zap �.qr�•�-�.. z ' z 'n t �r FL# FL22378-R7 Application Type Revision 3 I.. REVIE 'E"' FCR Code Version 2020 Application Status Approved CODE C® PLIAN" E xti� Orr u M *Approved by DBPR. pp ov�s �] �RZ a Nb!rrrtjV 97d a'hB ratified by the POC and/or the CbTt `�{� / Isston I necessary. ac= QUM Comments ol # ' Archived13 Product Manufacturer Masonite International f � Address/Phone/Email 1955 Pow[s Road +4 '. West Chicago, IL 60185 800 663-3667 sschreiber@masonit�o� v T Authorized Signature Steve Schreiber t sschreiber@masonite.com Technical Representative % + �r Address/Phone/Email n $; Quality Assurance Representative , Address/Phone/Email t ��,��a �'�• Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method P Certification Mark or Listing � a � Certification Agency National Accreditation&Management Institute f r ;, Validated By National Accreditation&Management Institute �S sY Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 ns ra 7 TAS 202 1994 f r� TAS 203 1994 Equivalence of Product Standards .N Certified By Product Approval Method Method 1 Option A http:/Avww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6in9%2fK8XPIOX7v28WDoO3rKdgwOBugQacWinDBFHOng%3d%3d[12/17/20209:02:13 AM] Florida Building Code Online 9 a, Date Submitted 11/O5/202O Ur. Date Validated 11/05/2020 K� its Date Pending FBC Approval Date Approved 11/11/2020 SW11ma1'�I:Of rod if +� r, - } r FL# Model,Number-or Name Description s . 22378.1 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single Door +- Door Unit i } 4 Limits of Use Certification Agency Certificate tt Approved for use in HVHZ:Yes FL22378 R7 C CAC NIOO7077.O7-R3.]�df k" rP Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 Design Pressure: +60/-65 Installation Instructions I Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FL017O.pd n Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: $ 3 pressures listed. 3'-0"x 6-8" max nominal size. Hurricane Evaluation Reports r ;a protective system is NOT required. See DWG-MA-FL0170 forFL22378E 4 ] B. df P Y q R7 A 5] 0 .0 0 r anchor details and water performance where required. FL22378 R7 AE 514O146.[2_df z2c;, Created by Independent Third Party: Yes 22378.2 Stormguard Fiberglass Side-Hinged 6-8"Opaque O/S Single Door Door Unit { Limits of Use Certification Agency Certificate a- Approved for.use in HVHZ:Yes F1_22378 R7 C CAC NIO07077.07-R3]Lf hV4Approved for use outside,HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes ' 12/31/2025 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FLO17O.pdf Y! 1 s Building Code, including the High Velocity Hurricane-Zone,and Verified By: National Accreditation&.Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: �z pressures listed.3'-0"x 6'-8"max nominal site. Hurricane Evaluation Reports- protective system is NOT required.See DWG-MA-FLO17O for FL22378 R7 AE-514010B.odf anchor details and water performance where required. FL22378 R7 AE 514O14B.pdf ' t Created by Independent Third Party: Yes 22378.3 Stormguard Fiberglass Side-Hinged 6-8" Opaque I/S Single or Double Door w/or w/o Sidelites Door Unit Limits of Use Certification Agency Certificate a ; ' Approved for use in HVHZ:Yes FL22378 R7 C CAC N1007O77.O7-R3.p�f ` Approved for use outside HVHZ:Yes pp Quality Assurance Contract Expiration Date 'x Impact Resistant:Yes 12/31/2025 Design Pressure: +50.5/-50.5 Installation Instructions xt Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FLO170.)df Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute ,W ?y F x'.'; where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports y 3 3 protective system is NOT required. See DWG-MA-FLO170 for FL22378 R7 AE 5140O8B.odf ° ^ anchor details and water performance where required. FL22378 R7 AE 514012B.ps f z Created by Independent Third Party: Yes 22378.4 Stormguard;Fiberglass Side-Hinged 6'-8"Opaque O/S Single'or Double Door w/or w/o Sidelites Door Unit- r� � x , • Limits of Use Certification Agency Certificate r rs " Approved for use,in HVHZ:Yes FL22378 R7 C CAC NI00077.O7-R3.Rdf =^�,Vf I $4t Approved for use"outside HVHZ:Yes Quality.Assurance Contract Expiration Date f , . ' Impact Resistant:Yes 12/31/2025 r Design Pressure: +55.0/-50.5. . - Installation Instructions .#' a Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FL017O.pdf two« r Building Code, including the High Velocity,Hurricane Zone,and Verified By:.National,Accreditation&Management Institute, x't where pressure requirements do not exceed the design- Created by Independent Third Party: pressures listed. 12'-0"x 6-8"max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO17O for FL22378 R7 AE 514008B.pdf anchor details and water performance where required. FL22378 R7 AE-514012B.12df Created by Independent Third Party: Yes 22378.5 Stormguard Fiberglass Side-Hinged 6-8"Impact Glazed I/S or O/S Single Door w/or w/o Sidelites ....._........ littp://www.floridabuilding.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo03rKdgwOBugQacWmDBFHOng%3d%3d[12/17/20209:02:13 AM] Florida Building Code Online Limits of Use Certification Agency Certificate I T^' Approved for use in HVHZ:Yes FL22378 R7 C CAC NIO07O77,09-R4.pddf s a * � � Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2025 i aka Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0172,pdf +trY Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures K 4 w listed. O nominal protective e sys m is q NOT r u ed. S e DWG-MA FLO172 for FL22378 R Reports E 514OO8B.odf anchor details and water performance where required. FL22378 R7 AE 514O12B.12df Created by Independent Third Party: Yes 22378.6 Stormguard Fiberglass Side-Hinged 6-8"Impact Glazed I/S Double Door w/or w/o Sidelites --' y4 Door Unit x Limits of Use Certification Agency Certificate � oaf Approved for use in-HVHZ:Yes FL22378 R7 C CAC NI0O7O77.O9-R4.12df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date lk Impact Resistant:.Yes 12/3.1/2025 e y x Design Pressure:+50/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FLO172.pdf f Building Code, including the High Velocity Hurricane Zone; and Verified By: National Accreditation&Management Institute i %p it where pressure requirements do not exceed the design Created by Independent Third Party:. pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FLO172 for FL22378 R7 AE 5140O8B.Rdf anchor details and water performance where.required. FL22378 R7 AE 514O12B.pddf y Created by Independent Third Party: Yes 22378.7 Stormguard Fiberglass Side-Hinged 6-8"Impact Glazed O/S Double Door w/or w/o Sidelites Door Unit *�5VM1 f< ' Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R7 C CAC NIOO7077.09-R4.12d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ,. Impact Resistant:Yes 12/31/2025 * Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FLO172. df :3 �x / Wa 9 IL Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: r e pressures listed. 12'-0"x 6-8"max nominal size. Hurricane Evaluation Reports 'i protective system is NOT required. See DWG-MA-FLO172 for FL22378 R7 AE 514O08B.Rdf # ' anchor details and water performance where required. FL22378 R7 AE 514012B.pddf IIII Created by Independent Third Party: Yes 22378.8 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door Door Unit g Limits of Use Certification Agency Certificate Approved for use id HVHZ:Yes FL22378 R7 C CAC NIOO7077.O8-R2.pdf xs „ Approved for use`outside HVHZ:Yes Quality,Assurance Contract Expiration Date sF Impact Resistant,Yes 12/31/2025 . '& f Design Pressure: +60/-65 Installation Instructions M r ` Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FLO171.12df 4_s Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created-by Independent Third Party: }`_ pressures listed. 3'-0"'x 8'-0"max nominal size. Hurricane Evaluation Reports. CC", protective system is NOT required. See DWG-MA-FLO171 for FL22378 R7 AE 5140096.pdf i b * anchor details and water performance where required. FL22378 R7 AE 514013B.odf Created by Independent Third Party: Yes -�22378.9 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door p N Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R7 C QAQ NIOO7O77.08 R2.odf ' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date r7 io Impact Resistant:Yes 12/31/2025 f¢ ? F 4 Design Pressure: +60/-60 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FLO171.odf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute Y, where pressure requirements do not exceed the design Created by Independent Third Party: ' pressures listed. 3'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports 1 protective system is NOT required. See DWG-MA-FLO171 for FL22.378 R7 AE 514OO9B.pdf anchor details and water performance where required. FL22378 R7 AE 514O13B.odf Created by Independent Third Party: Yes 3 afi` 1 i 22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites littp:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgs3M6m9%2EK8XPIOX7v28WDo03rKdgwOBugQacWtnDBFHOng%3d%3d[12/17/2020 9:02:13 AM] Florida Building Code Online: I r Door Unit ` s Limits of Use Certification Agency•Certificate l Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.08-R2.ILdf f ' Approved for use outside HVHZ:Yes 'Quality Assurance Contract Expiration Date. � r Impact Resistant:Yes 12/31/2025 Pr Design Pressure: +50.0/-50.5 Installation Instructions Other: Evaluated for.use in locations adhering to the Florida FL22378 R7 II FL0171.pdf Building Code,including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: %1, pressures listed. 12,70"x W-0"max nominal size. Hurricane Evaluation Reports r. protective system is NOT required. See DWG-MA-FLO171 for FL22378 R7 AE 514007B.12df anchor details and water performance where required. FL22378.R7 AE 514011B:Ddf Created,by Independent Third Party: Yes 22378.11 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites Door Unit All Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.08-R2 pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date is"' hs Impact Resistant:Yes 12/31/2025 e mrr s1 Design Pressure: +55.0/-50.5 Installation Instructions �t tx £ ` Other: Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0171.pdf 5 4{ Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute f l V where pressure requirements do not exceed the design Created b Independent Third Party: 1 P q 9 Y P 7 pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports `<a protective system is NOT required. See DWG-MA-FLO171 for FL22378 R7 AE 514007B.Ddf anchor details and water performance where required. FL22378 R7 AE 51401 1B.pdf Created by Independent Third Party: Yes i } F u ter 22378.12 Stormguard:Fiberglass Side-Hinged 8'-0"Impact Glazed I/S Single or Double Door w/or w/o N 17 w Door Unit, Sidelites. omits of Use Certification Agency Certificate w Approved for use in HVHZ:Yes FL22378 R7 C CAC. NI007077.04-R7.Ddf Approved for use outside.HVHZ:Yes Quality Assurance Contract Expiration Date a , = Impact Resistant:Yes 12/31/2025 Design Pressure: +43/-47 Installation Instructions Other: Evaluated for.use in locations adhering to the Florida FL22378 R7 II F1_0173.12df x Building Code,including the High Velocity Hurricane Zone,and Verified.By: National Accreditation&Management Institute '> where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed.•12'=0"x 8'-0" max nominal size. Hurricane Evaluation Reports protective system is NOT required. See DWG-MA-FL0173 for FL22378 R7 AE 514007B.pdf anchor details and water performance where required. FL22378 R7 AE'S14011B.pdf Created by Independent Third Party: Yes _ r 4 22378.13 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed O/S Single or Double Door w/or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate ts * Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.04-R7.pdf 1� 'ri r Approved for use outside HVHZ:Yes pp Quality Assurance Contract Expiration Date / N. y�' Impact Resistant:Yes 12/31/2025 :� Y= Design Pressure: +47/-45 Installation Instructions for e in ions adhering to the Florida But Building Code,Evaluated includingsthe High tVelocity Hurricane Zone, and Verified BBy?National Accreditation&Management Institute where pressure requirements do not exceed the design Created b Independent Third _ � �{ •� P q 9 Y P Party: pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports z fl wax r protective system is NOT required. See DWG-MA-FLO173 for FL22378 R7 AE 514007B.12df :NA _ �� ; anchor details and water performance where required. FL22378 R7 AE 514011B.pdf Y Created b Independent Third Party: Yes P z f 41, f" vG�� F •' - fit`+•,+ Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 ?,., ``•xr 'arr ''' The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement { Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic .' .� „�.tt f`` ✓ mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. u f + Product Approval Accepts. b V x krA eCt ck htip:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPIOX7vi8WDoO3rKdgwOBugQacWinDBFHOng%3d%3d[12/17/20209:02:13 AMI NOTICE OF PRODUCT CERTIFICATION Qt��d�.��Gt�x,root Company: Masonite International Corporation Certification No.: NI007077.09-R4 1955 Powis Road Certification Date: 05/22/20017 West Chicago,IL 60185 Expiration Date: 12/31/2025 a Revision Date: 07/27/2020 4+r . 4 4 Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Impact Rated Sidelites eur `c� (w/Wood Frame or Worldwide Composite Frame'unless noted) TIFjED PRfl� Specification: TAS 201/202/203-94/ASTM E330-02 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listiniz at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& Outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 3'0"x 6'8" +551-55 0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single Maximum Panel Size:3'0"x 6'8" X O/S Glazed 3'0"x 6'8" +551-55 3.75 psf/6.0 psf Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single 8.25 psf z/9.0 psf; Maximum Panel Size:3'0"x 6'8" 7.5 psf' Anchor Details-MA-FLO172-07/W-1807/W-1835/W- 1860/W-1885 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1885 XX O/S Glazed 6'0"x 618" +551-55 3.75 psf/6.0 psf t Yes NCTL-210-3389-I/ATLNC 1203.01-14/ATLNC 1012.01-16 Doable 8.25 psf2/8.25 psf'' Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1835/W-1885 XO/OX I/S Glazed Door 6'0"x 6'8" +551-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0172-07/W-1807/W-1 885 XO/OX O/S Glazed Door 6'0"x 6'8" +551-55 3.75 psf/6.0 psf l Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psfz/9.0 psfi Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1835/W-1885 OXO I/S Glazed Door 910"x 6'8" +551-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1885 OXO O/S Glazed Door 910"x 6'8" +551-55 3.75 psf/6.0 psf' Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelites 8.25 psf 2/9.0 psf; Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1 835/W-1 885 OXXO I/S Glazed Doors 12'6"x 6'8" +501-55 0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1885 OXXO O/S Glazed Doors 12'6"x 6'8" +551-55 3.75 psf/6.0 psf Door-Yes NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelites 8.25 psf z/8.25 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FLO172-07/W-1807/W-1835/W-1885 I-Denotes Z-Series Threshold Design 2-Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes HP Outswing Threshold National Accreditation & Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: 11 1� MASONITE. 149'MAX. OVERALL FRAME WIDTH 00 [7STORMGUARD FIBERGLASS DOOR UNIT 2t" MAX 36.375" MAX. Q O - D.L.O.-- PANEL W1DTN 37.5" MAX.DOOR WITH/WITHOUT SIDELITES ( w/ASTRAGAL FRAME WIDTH �J GENERAL NOTES ! � 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO I C)�C THE FLORIDA BUILDING CODE AND WHERE PRESSURE J Z CL U REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM I Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, n ! ' o U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. �r, �+ 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF m I i N CT) A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). 'a i 0 �- 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 - I Ix AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E64. W z 4. PLASTICS TESTING: to w TEST DESCRIPTION DESIGNATION FACING LITE FRAME a 1 SELF IGNITION TEMP I ASTM D1929 ' 752 'F > 650 'F1 842 'F> 650 'Fi -1 i ASTM D65 IN MIN 1.28 II RATE OF BURNING 56 04% 70.2%SMOKE DENSITY ASTM D2643 N MIN w y TENSILE STRENGTH• ASTM D635 1 3.2% DIFF 1.8% DIFF }'z'g 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME ('WHERE USED): TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 1 779 'F > 650 'F a F � 4s R ,0 IN/MIN CC o SMOKE DENSITY ASTM D2843 39.0% I TENSILE STRENGTH- ASTM D638 3.6% DIFF o •�I ' • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING ROUBLE DOOR UNIT W/SIDELITtrS a a� 4500 HOURS XENON ARC METHOD 1 AWvAmtoWJA ...(A E-U) 3333m 6. MAXIMUM GLASS SIZES COMPLY WITH ASTM E1300 FOR THE . , �� 33 N EnN N En N DESGN PRESSURES LISTED. �ej �. �a L9 Z En wW 1 U W Q2F-N'd Z t mm o m O wW UJ N e e ( r_on9 KUI11 Q¢ ¢ r)c) I i "- -::� ui ! I' E 1 1 � NID OD� NNN 0 N4Odto.- SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SiblGJ 1_ DOOR UNIT SINGLE DOOR UNIT W/SIDELR S DOUBLE DOQR UNIT W[,StD ! S WITH SfDEL1TE WITH SIDELITE L�w o U m¢izd STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS onto 4 9 07 DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING All 011 wthir INSWING I BUMPER 0 S Z-SERIES 0 5 HP 0 S I HIGH DAM 0 S � sue: N.T.S. X 37.5 +55.0 -55.0 +55.0 -55.0 N A 1 +25.0 -25.0 +40.0 -40.0 +SO.D -50.0 +55.0 -55.0 1+55.0 -55,0 MO.BY: SWS +50.0 -55.0 14 A +25.0 -25.0 +40.0 -40.0 N A OX XO . . . +55. -5 .0 1+55.0 -55.0 OXIO 75 +55.0 -55.0 +55.0 -55.0 N A -40.0 +5 .0 -55.0 +55.0 CHK.BY. 12.5 +55. -SS.D KRT BTHAZOP W . 55.0 1+55.0 DRAG NO.;OXXO 149 +50.0 0 -40.0 N A +55.0 -55.0 +55.0 -55.D FLORIDA P.E.J56533 DWG-Ma-FLo172-07 ---- - _ SHEET 1 of 4 ra: Do o `- 6" SEE DETAIL 3. 6" Q CID 3. 3" "E" _ f ! o za2 y`- I I a d SEE DETAIL (n in 1 J f SEE DETAIL 1 q w d ! SEE DETAIL I : ujoB w s K GLL6- 3„ 1 n J N 'tD { m b I I I1� 11 ! ifI II I ' Q• g� T 3" 3" ~3" S—3" 3" 1 3 2 p 6" SEE DETAIL S. 2"X#$ �(n1to rn { "F" 333`33mI ASTRAGAL RETAINER BOLT HOLE �' `� " #10 x 5/8" MUST BE DRILLED THROUGH #8 x 2 E 5 [/� iiiTHE THRESHOLD & INTO THE z U) 1� STRUCTURE DEEP ENOUGH N LU #10 x 5/8" FOR A 1.375" THROW atew 1 #8 x 2 #10 x 1" DETAIL "E" ASTRAGAL w Q a 5 a z #10 x 2-i/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL Z=~ 0CL o 10 x 1" STRIKE PLATE TO FRAME w w w = { #10 x 5/8" AS SHOWN. aad>a� c i DETAIL "D„ DETAIL "C" *,i, w1 Add"vbfMa1.375" . 1.437' ? T calTsmNa. �00 Ravia�ed8y. OrtHft ' Z�el INSWING THRESHOLD BUMPER O/S THRESHOLD HP 0/S THRESHOLD w H+Hi-31— 1 DATE: 4/9'07 1 sca E: N,T.S. 1,482" r` 1.75"�72 �1.047" 1.43T1 ows.BY. SWS Z=SERIES OIS THRESHOLD HIGH DAM OLS THRESHOLD T4 0 S THRESHOLD DYG-MA-✓L0172-07 £HEE: 2 6f 4 SEE DETAIL 6" -I 6" 400 "E" SHT. 2 3 3^ 3" CC 3 - 6" 3" I 31 Q(O 6" I t-6" ) ~ co w - - N SEE DETAIL - - a FL- Lo U J D„ SHT. 2 `I I N O L0LQ F- SEE DETAIL 1- w (Z—t "C" SHT. 2 n - w _ __�� ZJ A a G G H- B 10 6. 6" n t C o Qy I I III I I I I I I I I � z 3" I 1 m R a AftrduetoNwMm 3" 3" 3"6 1- 6"- h-3" �$ c i SEE DETAIL 6" 3"6. a o: 0 B1i ft.PJ.TOD "F" SHT. 2 6" o a ow HARDWARE SCHEDULE a a �u,m� 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 333333m ATTACHMENT DETAIL SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED m N o mum E 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. SIGNED AND SEALED BY ROBERTO LOMAS, PE z u1; 1.25" 2. 4" X 4" FULL MORTISE BUTT HINGES. ww' (FLORIDA #62514) WITH THE LOWEST (LEAST) MIN I 14 g 4 I�02 • 1 S QaIu1 FASTENER RATING FROM THE DIFFERENT FASTENERS SHI 1"X1/2" CORRUGATED #10X2" WOOD SCREW BEING CONSIDERED FOR USE, JAMB, HEAD, AND _ 3" FROM EACH END 6" FROM EACH END way Ln THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE cL—� I_ 1�iN > R AND 7" OC AND 12" OC a x r-N a zo #10 WOOD SCREWS, 1/4" TAPCONS. AND #10 TEK SCREWS. .' —0.25" 1 �mwwo= to :d i! MAX 1J tw- p�U U A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH SHIM AiATExc a a zz ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK CL-I I_ . WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY rv;j _ACRYLIC {EX m n n,o DISTANCE MIN 1/2". ANCHOR INSTALLATION +_> CAULK ' CL +�w 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 1 wU*)0ON WOOD �'" ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 150"°, ANCHORCK MASONRY INSTALLATION MULLION (BOXED)ON WOOD C MULLION TI(BOXED) MIN _0.2 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MAX (3) 1OX2-1/2" (4) N1ox2-1/2" L, La(n aZ ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM Wo D SCREWS WO D SCREWS OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL # EACH END EACH END -� i- ;.+ DATE: 4 9107 MINIMUM EMBEDMENT OF 1-1/4". DATE: :+ N.T.S. ® 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ti DWO.BY: SWS TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ® ® ®®i CNK.BY: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION DRAWMG ND.: INTEGRAL WOOD INTEGRAL WW DWG-MA-FLO172-07 -- MULLION (CHS) MULLION (CHS) SHEET 3 ca 4 1 rc 00 oo� o O ry J F= (nO C� W ()Q a= w LU U O �~ co 1'INSAATED GLASS I*INSULATED GLASS 0.124'HEAT STRENGTHENED DECORATIVE ttSERT 0.124"HEAT STRENGTHENED DECORATIVE INSERT 0.090'SAFLEX(NOA 20-0622.01) (OPTIONAL) 0.090'SAFLEX(NOA 20-0622.01) (OPTIONAL) 0.124'HEAT STRENGTHENED- -.0124'TEMP. 0.124'HEAT STRENGTHENED- 1 .0124'TEMP. BUTYL,FOAM,OR METAL SPACER 1 2'BITE B N / BUTYL,FOAM,OR METAL SPACER 7/2"BITE � � DOW 995 .� DOW 995 DOW 995 "��•�.,, DON'995 Pi N EXTEB.QB IN F RIOR IQ RETYPICAL GLAZING DETAIL ALTERNATE GLAZING DETAIIMPACT RATED GLASS IMPACT RATED GLASS a Tn In Tn E0 In 33 : In 1n In In w cD 1-1/4'INSULATED GLASS Z 0.124'HEAT STRENGTHENEDINTERNAL MINIBLINDS Zd w J 0.090'SAFLEX(NOA 20-0822,01) (OPTIONAL) cD a 0.124'HEAT STRENGTHENED- .0124'TEMP, LU w Q_ (n _d METAL SPACER 1/2'BATE Z r j O 0 DOW 995 w w w O CC •�; '~ Z-1OOO ,�f•.� ddd� HOT MELT '"y :` FOAM GLAZING TAPE ELASTOMER o--04 ��n EXTERIOR Y lam@ 1119J811t11/D(D N N O ALTERNATE GLAZING DETAIL n N n o d IMPACT RATED GLA cwmft k:, oD RDOD � owz I DATE; 4 9 07 SCALE: N.T.S. DWG.BY: SINS CHK.BY: DRAWING NO.: DWG-MA-FL0172-07 SHEET_�L OF 4 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 - Report#: 514008B 434-688-0609 Date: 1 011 0/20 1 7 rllomas(a)ldomaspe.com Test Report: N/A Product: Double Door with and without sidelites 12'x6'8"(wood frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code 7th edition(2020). Anchor capacity in shear condition: Solid members w/A w/out gap: a.With threads present in shear plane Fastener type:#10 wood screw _ (NDS 2018,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member Douglas Fir-Larch(G=0.50) Main member:Spruce-Pine-Fir(G=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: Fu= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: Im=- 1.140 in Mode I„ Mode I, Mode 11 Made III„ Mode III, Mode IV qm= 636.5 Ibs/in qs= 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P= 725.61 Ibs P= 884 Ibs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 Ka= 2.400 Ka= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6 Zm 302 Ibs 7,= 368 Ibs P F 331 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs Ka= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs Min.Design value: Z= 110 Ibs Z= 138 Ibs Ka= 2.400 Ka= 2.400 Ka= 2.400 Duration Factor: Ca= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Desi n Value C - Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 edge spacing(in) Substrate: Hallow block distance Z.00 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 155 Ibs/anchor(per interpolation when needed) rasTenertype: fflu I ex screw Substrate: 18 GA.Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value(ZFs): Z.= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations,minimum required anchors 36.38 36.38 Design pressure: 60.0 psf A�l Area Load Ind. Max. Anchor �'Yv Zone O.C. Cap, Load RdOK II 79.25 (ft2) (Ibs) (i^) (in) (Ibs) Q� (Ibs) Al A At 2.3 138 N/A N/A 155 1 138 Aa 7.7 463 6.00 21,00 155 5 93 72.75 A3 7.7 463 N/A N/A 155 3 154 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf Max. Anchor �� P,- L 0 Area Load Ind. \ \S . . . Al A4 A4 Al Zone O.C. C Load Result c E N �Y Y Y Y (ft=) (Ibs) (in) °� • J • (in) (Ibs) Qry (Ibs) ` V.�� /I� 79.25 A� 2.4 146 N/A N/A 155 1 146 OK * + Al Aa Aa At AZ 7.9 473 6.00 21.00 155 5 95 OK r 0' 51 • A3 7.8 468 N/A N/A 155 4 117 OK 1.fl 147.75 A4 2.3 138 N/A N/A 155 1 138 OK - � , TAT 0 F As 7.7 463 N/A N/A 155 3 154 OK ��+n+ O R OP //�C7 ter . . • �' \\ is/aNAl.lti\\��\ Luis R. Lomas P.E. FL No.:62514 1 of 4 9/2/2020 L. P2oberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008B 434.686-0609 Date: 10/10/2017 rllomas(cIldomaspe.corn Anchor Locations: Double door 36.38 36.38 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. 6.00 I 18, MAX O.C. a 79.25 6.00 \`N�J`c' R L p� ENSF"y'P�� 0 F ONALIE \N`� Luis R. Lomas P.E. FL No.:62514 2 of 4 9/2/2020 L. Roberto Lomas P.E. 1432WoocfordRd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514008B 434-688-0609 Date: 10/10/2017 rllomas()Irlomaspe.com Double door with sidelites 37.50 36.38 36.38 37.50 18.75 7YP. 6.00 TYP. 6.00 TYP. 18.19 TYP. 3.00 TYP. 6.00 18" MAX O.C. 79.25 6.00 `v••��GENS�,9cP �J .A � TAT OF ;�; w� 0 RIOP Luis R. Lomas P.E. FL No.:62514 3 of 4 9/2/2020 L. Ptoberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report#. 514008B 434-686.0609 Date: 10/10/2017 rl lomas(a)1 riornaspe.corn Installation instructions., 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2' =ANCHORINGTHROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH TH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"ISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Frn=2,000PS1 MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052"THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9.WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10_WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. \\`�J��' ••y\C E Al *� �51 •*_ �; 0 RIDA is�ONAL, ?��`� Luis R. Lomas P.E. FL No.: 62514 4 of 4 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514012B 434-688.0609 Date: 10/10/2017 rllomas(a)Irlomaspe.com Test Report: N/A Product: Double Door with and without sidelites 12'x6'8"(composite frame) Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply-with requirements of the Florida Building Code 7th edition(2020). Anchor capacity in shear condition: Solid members w/S w/out gap: a.With threads present in shear plane Fastener type:#10 wood screw (NOS 2018,TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0,0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyn= 80,000 psi Side member:PVC Main member:Spruce-Pine-Fir(6=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F�= 10,000 psi Main member dowel bearing strength: F,,,,= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1m= 1.140 in Mode I. Mode I, Made II Mode III• Mode III, Mode IV qm= 636.5 Ibs/in qs= 1900 Ibs/in A. 0.0005 A: 0.00066 A: 0.00092 A: 0.00305 P= 725.61 Ibs P= 1900 Ibs 8: 1.07 e: 0.57 8: 0.5 8: 0.000 Ko= 2.400 Ka= 2.400 C: -681.799 C: -253,623 C: -521.824 C: -93.6 Z„= 302 Ibs Z,= 792 Ibs P= 510 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs Ka= 2.400 P= 324 Ibs P= 529 Ibs P= 299 Ibs Min.Design value: Z= 125 Ibs Z= 212 Ibs Ko= 2.400 Ko= 2.400 Ko= 2.400 Duration Factor: Ce= 1.6 Z= 135 Ibs Z= 221 Ibs Z= 125 Ibs Allowable Design Value(ZCo): Z.= 199 Ibs/anchor Fastener type: 1/4 ITW Tepeon Tabulated values N.O.A.16-1222.06 edge spacing(in) Substrate:Hallow block distance 2.00 1 4.00 Minimum embedment: 1.25 in 2.00 130 161 Actual edge distance: 2.50 in 4.00 1 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 155 Ibs/anchor(per interpolation when needed) Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manuel,section J.5.5) Nominal screw diameter: D: 0.190 in Screw root area: A,. 0.0151 in' Actual edge distance: ' de: 1.085 in Screw shear ultimate strength: Fa 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: 6063-T5 aluminum Thickness: t, 1.000 in Thickness: t2 0.052 in Ultimate tensile strength: F,,,, 14 ksi Ultimate tensile strength: Fm2 22 ksi Nominal strength per bearing(side member):An=2bt,F,,,, Rnl= 5320 Ibs (Eq J.5-12) Nominal strength per bearing(main member):An=2Dt2Fn2 Rn2= 435 Ibs (Eq J.5-12) Nominal strength per tilting:An=4.2(tz3D)12F,u, An= 478 Ibs (Eq J.5-13) Nominal screw shear strength: An=A,F„/1.25 An= 654 Ibs (Eq J.5-14) Safety factor: n=3 Allowable shear and bearing capacity: P. 145 Ibs/anchor Fastener type: #10 Self tapping screw (Calculations per AISI S100-16 and AISC 2017) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F� 54.0 ksi Screw root area: Ar 0.0151 in' Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal framing Thickness: I.0 in Thickness: tz O.C-' ``````} Ultimate tensile strength: Fo„, 14 14 ksi Ultimate tensile strength: Fuz Nominal strength per tilting:An=4.2(t23D)" 2 Rn= 1001 Ibs (Eq E4.3.1-1) \�\ R. L 0 Nominal strength per bearing(side member):An=2.71)t,F„j Rnl= 7182 Ibs (Eq E4.3.1-2 and-4) ��_\`• • • • . '�/ // Nominal strength per bearing(main member):An=2.70tzF z Rn2= 1280 Ibs (Eq E4.3.1-3 and-5) •• �G E N Nominal screw shear strength:An=A F /1 25 F ' �- Rn- 654 Ibs Safety factor: n=3 1*• 0151 Allowable shear and bearing capacity: P. 218 Ibs/anchor r • - Minimum anchor capacity: 145 Ibs/anchor Note:Anchors with the least capacity Is used forcalculations to quality anchors with higher capacity. y� • // �(ORI�P. /Sjs/ONAL �aG��\\ Luis R. Lomas P.E. FL No.:62514 1 of 4 9/2/2020 +�� wa vatc. ivi w�av i i ` rllomasalrlomasoe.com Anchorcafcufations.minimum required anchors 36.38 36.38 Design pressure: 60.0 psf Al f Al� Area Load Ind. Max. Anchor Zone O.C. Cap_ Load Result AY IY 79.25 (ft2) (Ibs) (in) (in) (Ibs) 4� (Ibs) AA Al 2.3 138 N/A N/A 145 1 138 OK Az 7.7 1 463 6.00 21.00 145 5 93 OK 72.75 A3 7.7 463 N/A N/A 145 4 116 OK 37.50 36.38 36.38 37.50 Design pressure: 60.0 psf Area Load Ind. I Max. Anchor �A/l A4 A4 Al Zone z O.C. Cap. Load Result l I Y Y Y_ � (ft) obs) (in) (in) obs) 4ty (lbs) 79.25 Al 2A 146 N/A N/A 145 2 73 OK Al Aa Aa Al AZ 7.9 473 6.00 21.00 145 5 95 OK t A3 7.8 468 N/A N/A 145 4 117 OK 147.75 Aa 2.3 138 N/A N/A 145 1 138 OK As 7.7 463 N/A N/A 145, 4 116 OK Anchor Locations: Double door 36.38 36.38 6.00 TYP. 6.00 TYP. I 18.19 TYP. 3.00 TYP. 6.00 1 MAX O.C. 79.25 6.00 N V • G E N SF 9(,�% * 051 • , ' ` • TAT OF s�ONAIWO�� Luis R. Lomas P.E. FL No.: 62514 2 of 4 9/2/2020 I L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville.NC 27023 Report* 514012B 434-668-0609 Date: 10/10/2017 rl lomas(M rio maspe.co m Double door with sidelites 37.50 36.38 36.38-- 37.50 18.75 7YP. 5.00 TYP. 3 6. 0 THP, 18.19 7YP. .00 TfP. 6.00 ie, MAX O.C. 79.25 6.00 1�,`�\� R 021 Lp • _ TAT 0 F jS1CWAI- : \ Luis R. Lomas P.E. FL No.:62514 3 of 4 9/2/2020 r L. 'Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#: 514012B 434-666-0609 Date: 10/10/2017 r(Iomaso.)I rlomaspe.corn Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4"TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052"THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2"UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 1 o Sf *= TAT OF •� ONALIE\G`�` loll Luis R. Lomas P.E. FL No.: 62514 4 of 4 9/2/2020